Exhibit for Bridge Points.pdf

PDF 77 KB Posted

Attached to
910 RANCH BRIDGE REHABILITATION
Solicitation number
SUCO07022026
Issued by
Summit County, Utah

About this file

This is an engineering exhibit document for a bridge rehabilitation project by Summit County Lands and Natural Resources in Utah. The exhibit contains technical survey data and elevation measurements for the 910 Ranch Bridge, which crosses East Canyon Creek near Big Bear Hollow along East Canyon Road. The project scope includes railing upgrades, bridge deck replacement, bearing seat upgrades, abutment upgrades, welding of railings and gates, vehicle approach modifications, abutment protection, and installation of associated signage. The bridge rehabilitation is designed to accommodate public pedestrian access to nearby trails and amenities while enabling occasional emergency access for Type 3 Engine wildland fire trucks. A mandatory site visit is required on Wednesday, July 8, 2026, from 9:00 AM to 11:00 AM, with contractors required to RSVP 24 hours in advance. The design was prepared by Ensign Engineering under Project No. 14503A.

Contractors must provide proposals that address all key rehabilitation elements outlined in the construction documents and include a recommended ongoing maintenance schedule with anticipated and warranted lifespan projections for the completed work. The exhibit displays horizontal graphic scale measurements and elevation data points referenced to specific bridge components, including wall points of location, pipe fence locations, river edges, concrete wall specifications, and top-of-slope indicators. Specific pricing terms, funding sources, and contract award dates are not detailed in this technical exhibit document.

View the file

Other files

File Type Posted
Big Bear Bridge Structural Drawings.pdf PDF
Bridge.png PNG image
TS-Bridge.dwg DWG drawing
3-BridgePointsExport.csv CSV file
Big Bear Bridge Structural Calculations.pdf PDF
1-910 Ranch Bridge Rehabilitation RFP.pdf PDF

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Text version

6131.06

NG

6129.94

NG

6129.30

NG

6129.22

NG

6129.42

NG

6128.91

NG

6130.25

NG

6129.24

NG

6132.06

NG

6133.06

NG

CONCRETE WALL

6132.90

PIPE F POL

6131.81

PIPE F POL 174

6132.26

PIPE F POL 174

6132.20

PIPE F POL

6131.98

PIPE F POL E

6130.60

WALL POL

6130.59

WALL POL

6130.60

WALL POL

6130.61

WALL POL

6130.62

WALL POL

6130.58

WALL POL E C

6130.61

WALL POL

6130.58

WALL POL

6130.59

WALL POL

6130.61

WALL POL

6130.66

WALL POL

6128.85 818A

6128.37 818A

6128.71 818A

6128.89 818A E

6124.51

816A E 814 WL 814A

6123.74

TOE/BOTTOM

6130.54

WALL POL E C

6130.61

BRIDGE

6130.54

BRIDGE

6130.58

BRIDGE

6130.59

BRIDGE

6130.58

BRIDGE

6130.55

BRIDGE

6130.86

BRIDGE

6131.50

BRIDGE

6131.51

BRIDGE

6131.47

BRIDGE

6131.48

BRIDGE

6131.11

BRIDGE

6130.65

BRIDGE E C

6128.72 818A

6126.60 818A

6126.21 818A E

6124.19 814A

6131.45

WALL POL

6131.46

WALL POL

6131.46

WALL POL

6131.44

WALL POL

6131.34

WALL POL

6131.41

WALL POL

6131.42

WALL POL

6131.45

WALL POL

6131.43

WALL POL C E

6131.40

WALL POL WW BTM

6126.88

WALL POL WW BTM

6126.99

WALL POL WW BTM

6128.05

WALL POL WW BTM

6131.40

WALL POL WW BTM E

6129.13

WALL POL WW BTM

6125.74

WALL POL WW BTM

6128.87

WALL POL WW BTM

6128.98

WALL POL WW BTM E

6131.34 816A

6124.28

TOE/BOTTOM

6131.66 816A

6130.18 816A

6130.66 816A

6126.17 814B

6126.50 814B

6124.88 814B

6124.89 814B E

6132.53 642C

6132.18 642C

6126.31

HIGH WATER MARK

6124.84

TOE/BOTTOM

6124.97

TOE/BOTTOM

6124.29

TOE/BOTTOM

6133.05 818C

6132.52 818C

TOP OF SLOPE

PIPE FENCE

RIVER EDGE

RIVER EDGE

BRIDGE

EDGE OF ROAD

CL OF ROAD

TOP OF SLOPE

TOP OF SLOPE

CONCRETE WALL

HORIZONTAL GRAPHIC SCALE

( IN FEET )

HORZ: 1 inch = ft.10

10 5 10 20

File details come from the government source that posted it. Updated .